ANALISA PLAT KONVENSIONAL DENGAN PLATE FLATES PADA GEDUNG BPN KOTAMADYA MALANG
DOI:
https://doi.org/10.30737/jurmateks.v1i2.383Keywords:
Conventional Plate, Plate Flate, Reinforced Concrete, ReinforcementAbstract
Reinforced concrete is a composite element consisting of concrete and reinforcing steel planted in concrete. The main properties of concrete are strong in compressive forces but weak in tensile forces. Reinforcing steel in concrete serves to cover these weaknesses, namely resisting tensile forces and some compressive forces. The strength of the concrete itself is based on mixed proportions, conditions of temperature and humidity where the concrete will harden. Plates flates is the right choice for the owner loss of aesthetics due to transverse beam. From the calculation results it turns out that no special shear reinforcement is needed, adjustments by enlarging the column dimensions, plate strength or thickness. = 694 KN > Vn = 361,512 KN. To produce space efficiency that is expected, it is better to use plate flates. In terms of calculations it turns out that the plate flates need more reinforcement when compared to conventional plates.
Beton bertulang merupakan elemen komposit yang terdiri dari beton dan baja tulangan yang ditanam di dalam beton. Sifat utama beton adalah kuat didalam gaya tekan tetapi lemah di dalam gaya tarik. Baja tulangan dalam beton berfungsi untuk menutupi kelemahan tersebut yaitu menahan gaya tarik dan sebagaian gaya tekan. Kekuatan beton sendiri berdasarkan proposi campuran, kondisi temperature dan kelembaban dimana beton akan mengeras.plate flates adalah pilihan yang tepat bagi owner menghendaki efisiensi ruang yang di harapkan tanpa harus kehilangan estetika karena balok melintang.Dari hasil perhitungan ternyata tidak diperlukan penulangan geser yang khusus,penyesuaian dengan memperbesar dimensi kolom,kekuatan atau tebal plat.karena setelah dicek penampang memenuhi persyaratan geser yaitu untuk kolom interior Vc = 752 kN > Vn = 653 kN sedangkan kolom eksteriornya adalah : Vc = 694 KN > Vn = 361,512 KN. Untuk menghasilkan efisiensi ruang yang diharap maka,sebaiknya menggunakan plate flates. Dari segi perhitungan ternyata plate flates tersebut lebih banyak membutuhkan tulangan jika dibandingkan dengan plat konvensional.
References
D. R. Teruna and S. Prawira, “Studi Perbandingan Penggunaan Flat Plate Dan Flat Slab Dengan Drop Panel Pada Struktur Bangunan Ditinjau Dari Segi Volume,†Univ. Sumatera Utara. Medan, 2017.
M. I. Syamsi, “Perbandingan Analisis Two Way Slab With Beam dengan Flat Slab (Studi Kasus: Coal Yard PLTU Kalimantan Barat),†Semesta Tek., vol. 18, no. 2, pp. 168–175, 2016.
M. C. Munawar, “KAJIAN STRUKTUR BANGUNAN GEDUNG POLITEKNIK PERKAPALAN ITS DENGAN SISTEM PLAT DAN BALOK BIASA KONVENSIONAL DIBANDINGKAN SISTEM STRUKTUR FLAT SLAB DENGAN DROP PANEL DITINJAU DARI ESTETIKA, BIAYA DAN WAKTU,†EXTRAPOLASI J. Tek. Sipil, vol. 7, no. 01, 2014.
A. Setiyono, “STUDI PERBANDINGAN PERENCANAAN STRUKTUR MENGGUNAKAN METODE RIGID FRAME DENGAN METODE FLAT PLATE DI TINJAU DARI VOLUME BETON BERTULANGNYA,†SKRIPSI Jur. Tek. Sipil-Fakultas Tek. UM, 2012.
Z. Muttaqin and I. M. T. Irijanto, “Pengujian Efektivitas Penukar Kalor Multi Flat Plate Heat Exchanger Aluminium dengan Aliran Cross Flow.†Mechanical Engineering Departement, Faculty Engineering of Diponegoro University, 2012.
R. A. N. PERMATA, “PERENCANAAN ULANG KONSTRUKSI BANGUNAN ATAS HERO HQ IN BINTARO DENGAN SISTEM FLAT PLATE.†University of Muhammadiyah Malang, 2015.
N. A. Prasetya, “Studi Lebar Efektif Struktur Flat Plate Dengan Hollow-Dua Arah Dibawah Beban Gempa.†Institut Technology Sepuluh Nopember, 2016.
L. Hemawan, “A STUDY ON THE EFFECTIVE WIDTH OF SLAB IN FLAT PLATE STRUCTURES UNDER SEISMIC LOADING,†2010.
A. Ibrahim, M. Y. Othman, M. H. Ruslan, S. Mat, and K. Sopian, “Recent advances in flat plate photovoltaic/thermal (PV/T) solar collectors,†Renew. Sustain. energy Rev., vol. 15, no. 1, pp. 352–365, 2011.
T. Yousefi, F. Veysi, E. Shojaeizadeh, and S. Zinadini, “An experimental investigation on the effect of Al2O3–H2O nanofluid on the efficiency of flat-plate solar collectors,†Renew. Energy, vol. 39, no. 1, pp. 293–298, 2012.
F. Jafarkazemi and E. Ahmadifard, “Energetic and exergetic evaluation of flat plate solar collectors,†Renew. energy, vol. 56, pp. 55–63, 2013.
J. J. Michael, S. Iniyan, and R. Goic, “Flat plate solar photovoltaic–thermal (PV/T) systems: A reference guide,†Renew. Sustain. energy Rev., vol. 51, pp. 62–88, 2015.
M. A. A. Hamad, I. Pop, and A. I. M. Ismail, “Magnetic field effects on free convection flow of a nanofluid past a vertical semi-infinite flat plate,†Nonlinear Anal. Real World Appl., vol. 12, no. 3, pp. 1338–1346, 2011.
S.-M. Kang, T.-S. Eom, and J.-Y. Kim, “Reshoring effects on deflections of multi-shored flat plate systems under construction,†Struct. Eng. Mech., vol. 45, no. 4, pp. 455–470, 2013.
Maryanto, S. Winarto, and L. D. K, “STUDI EKSPERIMENTAL PENGARUH PENAMBAHAN LIMBAH KUNINGAN TERHADAP KUAT TEKAN BETON MUTU K-225,†Jurmateks, vol. 1, no. 1, pp. 76–90, 2018.
D. A. Fanella, M. Mahamid, and M. Mota, “Flat plate–voided concrete slab systems: design, serviceability, fire resistance, and construction,†Pract. Period. Struct. Des. Constr., vol. 22, no. 3, p. 4017004, 2017.
Z. Chen, M. Gu, and D. Peng, “Heat transfer performance analysis of a solar flat-plate collector with an integrated metal foam porous structure filled with paraffin,†Appl. Therm. Eng., vol. 30, no. 14–15, pp. 1967–1973, 2010.
A. I. Candra, “Analisis Daya Dukung Pondasi Strauss Pile pada Pembangunan Gedung Mini Hospital Universitas Kadiri,†Ukarst, vol. 1, no. 1, pp. 63–70, 2017.
A. I. Candra, E. Gardjito, Y. Cahyo, and G. A. Prasetyo, “Pemanfaatan Limbah Puntung Rokok Filter Sebagai Bahan Campuran Beton Ringan Berpori,†pp. 1–8.
H.-T. Yu and L. Bernal, “Effect of pivot point on aerodynamic force and vortical structure of pitching flat plate wings,†in 51st AIAA aerospace sciences meeting including the new horizons forum and aerospace exposition, 2013, p. 792.
C. M. Ikeda, Fluid Structure Interactions: Implosions of Shell Structures and Wave Impact on a Flat Plate. University of Maryland, College Park, 2012.
F. Lefèvre, S. Lips, R. Rullière, J.-B. Conrardy, M. Raynaud, and J. Bonjour, “Flat plate heat pipes: from observations to the modeling of the capillary structure,†Front. Heat Pipes, vol. 3, no. 1, 2012.
W. T. Koiter, “General theory of mode interaction in stiffened plate and shell structures,†1976.
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